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高广运, 冯世进, 李伟, 郑建国. 三维层状地基竖向激振波阻板主动隔振分析[J]. 岩土工程学报, 2007, 29(4): 471-476.
引用本文: 高广运, 冯世进, 李伟, 郑建国. 三维层状地基竖向激振波阻板主动隔振分析[J]. 岩土工程学报, 2007, 29(4): 471-476.
GAO Guangyun, FENG Shijin, LI Wei, ZHENG Jianguo. 3D analysis of active vibration isolation with wave impeding block in layered ground under vertical loading[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 471-476.
Citation: GAO Guangyun, FENG Shijin, LI Wei, ZHENG Jianguo. 3D analysis of active vibration isolation with wave impeding block in layered ground under vertical loading[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 471-476.

三维层状地基竖向激振波阻板主动隔振分析

3D analysis of active vibration isolation with wave impeding block in layered ground under vertical loading

  • 摘要: 为了研究三维层状地基中波阻板的隔振效果,基于薄层法在研究层状介质中波的传播问题的高效性、边界单元法处理无限域问题的精确性,结合两种方法的优点,提出三维层状地基薄层法基本解答,利用薄层法格林函数建立半解析边界单元法,分别对上软下硬和上硬下软两种三维层状半空间地基中波阻板的隔振效果进行分析。研究表明:增加波阻板的厚度、提高波阻板的弹性模量可以显著提高隔振效果,分层土体厚度和土性参数对于径向和竖向的位移振幅衰减系数有较大影响。

     

    Abstract: Thin-layered method(TLM) is very efficient to study the wave propagation in layered ground,and boundary element method(BEM) is very precise to solve infinite domain problems.Combining the advantages of the above two methods,3D semi-analytical BEM model based on TLM was presented with the Green function as fundamental solution of stratified half-space.The effectiveness of active vibration isolation with 3D wave impeding block(WIB) in the upper stiff-layer and lower soft-layer was analyzed in detail.It was shown that the increase of thickness and modulus of WIB could increase effectiveness of isolation of ground vibration.It was found that the properties and thickness of layered soils significantly affected the screening effectiveness of ground vibration in radial and vertical directions.

     

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